Westport Water Supply S Griffin Public Meeting March 14 th 2013 - - PowerPoint PPT Presentation
Westport Water Supply S Griffin Public Meeting March 14 th 2013 - - PowerPoint PPT Presentation
Westport Water Supply S Griffin Public Meeting March 14 th 2013 Outline of presentation Brief history of water supply Issues of recent times Asset management of existing supply and reticulation S trategic Review of Water S
Westport Water Supply
S Griffin Public Meeting March 14th 2013
Outline of presentation
- Brief history of water supply
- Issues of recent times
- Asset management of existing supply and
reticulation
- S
trategic Review of Water S upply
- Final Options from the peer review
- Treatment Plant Upgrade – Opus
- Costs
Purpose of the upgrade
- To provide a safe and secure water
supply for Westport for the next 50 to 100 years
- To restore consumer confidence with a
water supply that has no taste and odours
- A water supply that meets the Drinking
water standards
History
- Water supply constructed 1903
- Water Treatment plant constructed 1985
- Maj or Upgrade to commence 2013/ 14
- Tunnel collapse in 2000 resulted in first
strategic investigation
- Connell Wagner engaged to look at all
aspects of existing supply and also other potential sources
- Risk of tunnel collapse was quantified –
- utcome was the construction of
alternative pump supply – cost about $1m
- Water pumped from lower reaches of
Orowaiti introduced algae to reservoirs – a possible source of the taste and odour
- Further tunnel collapse resulted tunnel
being piped $600,000
- Backwash failure resulted in the residual
reservoir material being piped into the town reticulation.
- S
econd occurrence almost 12 months later
Main Replacements
- Main trunkmain varies in age
- To replace a 454mm pipe means minimal
water or to some residents none at all 2003/ 04 - 10 pipes 2004/ 05 – 5 pipes 2005/ 06 – 6 pipes 2006/ 07 – 5 pipes 2007/ 08 – 7 pipes 2008/ 09 – 1 pipe 2010/ 11 – 11 pipes 2011/ 12 – 2 pipes To some consumers these breaks occur too often.
Reticulation &Pressure
- Like the trunk main the reticulation
varies with age and material
- Operates at high pressure
- Westport uses about twice as much water
per capita than the average
- Combination of leakage and pressure.
- Upgrade will address pressure and
possibly the replacement of the trunk main but not the reticulation.
Proposed Upgrade
- Council have revisited the Connell Wagner strategic
review
- Peer reviewed by Opus
- In addition to peer reviewing the options to upgrade
an operational review was undertaken of the management of the treatment plant process
- The review by Opus came back with three options
- Infiltration gallery/ bore field Buller River at Te Kuha
- Infiltration gallery/ bore field Buller River at Nine
Mile (Reedys)
- Existing supply upgraded
Proposed Upgrade
- Council decision to upgrade the existing
water supply rather than construct from different source.
- Decision was based on economics and
also sustainability.
- Proposed upgrade starts at the source
and reviews or renews every component progressively to the start of the reticulation
Asset Management
- Council has a GIS
based asset management data base
- This is still in a development stage
replacing a paper inventory
- Reticulation is plotted with material type
and age
- Condition rating is an on going aspect and
is evaluated at time of repairs.
Asset Management
Asset Management
Asset Management
Westport Water Treatm ent Plant Upgrade
- Westport drinking-water supply – A unique
supply with unusual features
- Why is an upgrade needed?
- What will the upgrade consist of?
Introduction
Westport Supply
Westport Supply
Westport Supply
Westport Supply
Westport Supply
Existing system
Chlorine
storage reservoir Giles Creek Filters x2 Westport Raw water ponds x3 Orowaiti River Backwash water To waste Treated water
Lime Coagulant
Backwash water from reservoir
Why is an upgrade needed?
- There have been some problems with water
quality from the treatment plant
- We know a lot more about water supply
contaminants than we did in 1986
- Water treatment technology has improved
considerably
- Legislation introduced in 2007
- Drinking water standards
Raw water ponds bypass
Chlorine
storage reservoir Giles Creek Filters x2 Westport Raw water ponds x3 Orowaiti River Backwash water To waste Treated water
Lime Coagulant
Backwash water from reservoir Raw water ponds bypass
Raw water ponds by-pass
Turbidim eter
Chlorine
storage reservoir Giles Creek Filters x2 Westport Raw water ponds x3 Orowaiti River Backwash water To waste Treated water
Lime Coagulant
Backwash water from reservoir Raw water ponds bypass
T
Turbidity meter
Flocculation tanks
Chlorine
storage reservoir Giles Creek Filters x2 Westport Raw water ponds x3 Orowaiti River Backwash water To waste Treated water
Lime Coagulant
Backwash water from reservoir Raw water ponds bypass
T
Turbidity meter Flocculation tanks
Powdered carbon
Chlorine
storage reservoir Giles Creek Filters x2 Westport Raw water ponds x3 Orowaiti River Backwash water To waste Treated water
Lime Coagulant
Backwash water from reservoir Raw water ponds bypass
T
Turbidity meter Flocculation tanks
Powdered carbon
Filter backwash storage
Chlorine
storage reservoir Giles Creek Filters x2 Westport Raw water ponds x3 Orowaiti River Backwash water To waste Treated water
Lime Coagulant
New backwash tank using water that is not pH adjusted Raw water ponds bypass
T
Turbidity meter Flocculation tanks
Powdered carbon
UV disinfection
Chlorine
storage reservoir Giles Creek Filters x2 Westport Raw water ponds x3 Orowaiti River Backwash water To waste Treated water
Lime Coagulant
New backwash tank using water that is not pH adjusted Raw water ponds bypass
T
Turbidity meter Flocculation tanks UV disinfection
Powdered carbon
New treated water storage reservoir
Chlorine
Giles Creek Filters x2 Westport Raw water ponds x3 Orowaiti River Backwash water To waste New treated water storage reservoir
Lime Coagulant
New backwash tank using water that is not pH adjusted Raw water ponds bypass
T
Turbidity meter Flocculation tanks UV disinfection
Powdered carbon
Filter to waste and pressure m anagem ent
Chlorine
Giles Creek Filters x2 Westport Raw water ponds x3 Orowaiti River Backwash water To waste New treated water storage reservoir
Lime Coagulant
New backwash tank using water that is not pH adjusted Raw water ponds bypass
T
Turbidity meter Flocculation tanks UV disinfection
Powdered carbon
P
Filter to waste Pressure management
Upgrade consists of
- Raw water pond bypass
- Flocculation tanks
- Powdered carbon
- Backwash storage
- UV disinfection
- New treated water storage reservoir
- Filter to waste and pressure management
Tim efram es
- Detailed design completed
April 2013
- Tenders evaluated
June 2013
- Construction begins
September 2013
- Bulk of works completed
September 2014
S taged upgrade included in Long Term Plan
2012/ 13 $26,700 Planning, legal & property $130,000 Raw water quality management $700,000 Flocculation tanks $856,700 2013/ 14 $521,000 Filter refurbishment S eismic strengthen $260,000 Filtered water back wash storage $170,000 Filter to waste system $951,000 2014/ 15 $413,000 New plant building monitoring & control $393,500 UV disinfection & buildings $215,000 Alkalinity correction system $375,000 By Pass raw water ponds $1,396,500 2016/ 17 $1,350,000 Enlarge raw water ponds 2018/ 19 $1,500,000 Pipe rest of tunnels 2020/ 21 $2,887,000 Replace trunk main 2022/ 23 $2,400,000 Construct treated water reservoirs 2023/ 24 $610,000 Line raw water reservoirs $11,951,200 Cost estimated in 2012 $ $14,670,329 Cost in LTP adj usted for inflation (BERL Factors) $2,719,129 Inflation
Financial Impact
Three options:
1.Full upgrade at a cost of $10.3 million defers tunnel piping & lining raw water reservoirs. 2.Part upgrade at a cost of $8.9 million as above but also defers cleaning ot raw water reservoirs 3.Minimum upgrade at a cost of $5.8 million as above but also defers replacing trunk main.
Upgrade Expense Comparison
Effect on Westport Targeted Rates
Effect on Westport Targeted Rates
Westport Targeted Rates (GS T Exclusive)
2014 2015 2016 2017 2018 2019 2020 2021 2022 Full Upgrade $580 $720 $790 $850 $870 $890 $900 $900 $910 Part Upgrade $580 $710 $760 $800 $820 $840 $860 $870 $880 Minimum Upgrade $580 $690 $720 $740 $740 $750 $760 $780 $790